Chapter
May 7, 2012

Underpinning of Drilled Shafts Using Jet Grouting

Publication: Innovations in Grouting and Soil Improvement

Abstract

Two drilled shaft supported columns for a pedestrian bridge exhibited excessive settlement. Jet grouting techniques were used to extend the support for the drilled shafts to a deeper dense sand stratum. Upon completion of the jet grouting, the bridge deck was raised to its original position using temporary shoring with heavy steel transfer beams and hydraulic jacks.

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Published In

Go to Innovations in Grouting and Soil Improvement
Innovations in Grouting and Soil Improvement
Pages: 1 - 10

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Published online: May 7, 2012

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Timothy H. Bedenis
P.E.
M.ASCE
Principal, Soil and Materials Engineers, Inc. 43980 Plymouth Oaks Blvd., Plymouth, Michigan 48170
Larry P. Jedele
P.E.
M.ASCE
Principal, Soil and Materials Engineers, Inc. 43980 Plymouth Oaks Blvd., Plymouth, Michigan 48170
Steve Maranowski
President, Spartan Specialties, Ltd., Sterling Heights, Michigan

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